钢管混凝土柱异型板无梁楼盖的受力性能

Mechanical property of girderless floor in concrete-filled tubular special-shaped slab-steel-column system

在竖向均布荷载作用下,通过对异型板无梁楼盖受力性能的试验研究,并结合有限元分析,提出了钢管混凝土柱异型板无梁楼盖的简化计算方法,为大空间筒体-短肢剪力墙住宅结构体系的推广及应用提供了理论依据和设计方法。

For the vertical distribution load , a simplified calculation method of girderless floor in the concrete-filled tubular special-shaped slab-steel-column system is given through the finite element analysis and the mechanical property experiment research, and a theoritical basis and design method for extension and application of a largespace tube structure and short-shear wall residential structure system are proposed .